Method of making a highway reinforcement product

ABSTRACT

A method for producing asphalt fibers includes supplying molten asphalt to a rotating asphalt spinner, centrifuging asphalt fibers from the asphalt spinner, and collecting the asphalt fibers. The molten asphalt is supplied to the asphalt spinner at a temperature within the range of from about 270° to about 500° F. Also disclosed is a method for integrating asphalt with reinforcement fibers including the steps of establishing a downwardly moving veil of reinforcement fibers, such as glass fibers, and centrifuging asphalt fibers from a rotating asphalt spinner positioned within the veil of reinforcement fibers to integrate the asphalt with the reinforcement fibers. A method for making an asphalt roofing shingle includes the steps of assembling together a mat of asphalt fibers with a mat of reinforcement fibers, coating the assembled mats to form an asphalt coated sheet, applying granules to the asphalt coated sheet, and cutting the asphalt coated sheet into roofing shingles. The invention also includes the asphalt roofing shingle made by this process. Further, the invention includes asphalt highway reinforcement products containing asphalt fibers, and the method of making such products.

TECHNICAL FIELD

This invention pertains to the manufacture of asphaltic products. Moreparticularly, this invention relates to asphalt products in a fibrousform, and methods for producing fibrous forms of asphalt.

BACKGROUND

Asphaltic products have been produced in various forms, with the primaryuses of asphalt being in paving and in roofing products. The commonsource of asphalt is the residue or bottoms from the petroleum refiningindustry. This asphalt must be further refined or processed by airblowing (oxidizing) in order to raise the softening point and increasethe stiffness to make useful products for roofing and specialty asphaltproducts. Some asphalt products have improved properties because of theaddition of natural or synthetic rubbers or other organic additives.

While asphalt itself has many beneficial properties, it lacks inherenttensile strength and integrity. Therefore many asphalt products arereinforced with such materials as glass fibers or organic fibers such aspolymer fibers, and have fillers such as ground limestone. For example,asphalt roofing shingles are based on an interior web or carrier of awet process glass fiber mat, and the asphalt itself contains about 65percent by weight ground limestone filler. Other fillers used in asphaltproducts include carbon black, finely ground tires, clay, ground glassand beads of various inorganic or organic materials.

One of the problems with reinforcing asphalt is that it is oftendifficult to integrate the reinforcement material into the asphaltmatrix, particularly in a uniform manner. Typically, integrating theasphalt and the reinforcement is accomplished by fixing thereinforcement material into a mat or web, and applying the asphalt inmolten form, as is the case in manufacturing asphalt roofing shingles.Shingle manufacturing consists of running a continuous wet process glassfiber mat into a bath of molten asphalt to cause a coating on both sidesof the mat as well as filling the interstices between the individualglass fibers. This process is limited in that it can only apply arelatively uniform coating, similar to a film. It would be advantageousto be able to apply layers of asphalt into various products where thelayers are not films, but are rather porous mats or other types ofnon-uniform layers. Also, the coating process requires assembly of theultimate product at a manufacturing facility with a liquid asphaltcoater. It would be advantageous to be able to assemble productscontaining asphalt layers at field locations, such as at a road repairsite.

Another known method for integrating asphalt with reinforcements is tomix the asphalt with loose or particulate reinforcement materials. Suchmixing requires significant energy and capital equipment, and is notalways successful in providing a uniform mix of asphalt andreinforcement. It would be advantageous to be able to uniformly intermixor integrate asphalt with reinforcement materials which are in anunfixed or loose form, rather than bound into a fixed product such as amat. Also, it would be advantageous to be able to introduce the asphaltitself into various products in forms other than as a liquid.

Numerous reinforcement layers have been used for reinforcing highwaysystems. Such well known reinforcement layers include glass fibers inmat form, either woven or nonwoven, asphalt impregnated mats, mats oforganic materials, such as polyester fibers, mats in the form of an openweave or grid, and layers of glass fibers or other reinforcement fibers.These reinforcement layers are applied to the roadway beneathsubsequently applied bituminous aggregate asphalt layers to reinforcethe bituminous aggregate. Such reinforcement layers are typically usedin locations where the underlying pavement has cracked, and the highwaysystem is being repaired. Reinforcement layers can also be used on theentire highway for repaving or as original construction. Also,reinforcement layers can be used for special applications such as bridgedecks. It is well known to use a tack coat on any of these highwayreinforcement products to secure the reinforcement product to theroadway prior to applying the paving layer.

One of the problems with currently available highway reinforcementproducts is that assembling various layers making up the highwayreinforcement is a time consuming and costly process. Also, it isdifficult to accurately meter out the asphalt layers in such products.Further it is not easy to fully integrate reinforcement layers of thehighway reinforcement product with the asphalt without completelyimpregnating the reinforcement layer in a molten asphalt bath. Finally,it would be advantageous to be able to produce highway reinforcementproducts with higher strength without having to increase the materialsused.

DISCLOSURE OF INVENTION

There has now been developed asphalt in fibrous form, and a method ofproducing asphalt fibers. The asphalt fibers are a new form of asphalt,and they can be used in traditional asphalt applications such as paving,roofing and specialty products, as well as new products. The asphaltfibers can be formed in a rotary process by centrifuging, and can becollected as fibrous asphalt webs. The webs can be incorporated intonumerous products as a layer of asphalt material.

According to this invention, there is provided a method for producingasphalt fibers comprising supplying molten asphalt to a rotating asphaltspinner; centrifuging asphalt fibers from the spinner; and collectingthe asphalt fibers. The asphalt can be modified with one or more organicmodifiers from the group consisting of natural rubber, synthetic rubber,elastomers, polymers, resins and other thermoplastic or thermosetmaterials. Preferably, the modifiers are present in an amount within therange of from about 2 to about 30 percent (weight percent of the totalorganic composition). Most preferably, the modifiers are present in anamount within the range of from about 4 to about 12 percent.

In a specific embodiment of the invention, the molten asphalt issupplied to the asphalt spinner at a temperature within the range offrom about 270° to about 500° F., as measured at a delivery point justabove the spinner.

In another embodiment of the invention, the asphalt is subjected to anoxidizing process sufficient to give the asphalt a softening pointwithin the range of from about 180° to about 350° F., and preferablywithin the range of from about 200° to about 270° F., prior to thefiberizing process. All softening points are measured using the ring andball method.

In yet another embodiment of the invention, the centrifuging stepprovides acceleration to the molten asphalt sufficient to produceprimary asphalt fibers having a diameter within the range of from about25 to about 60 hundred thousandths of an inch (Ht).

In a specific embodiment of the invention, the spinner has a peripheralwall with between 500 and 25,000 orifices through which the asphalt iscentrifuged. Preferably, the asphalt spinner has between 500 and 10,000orifices.

In yet another embodiment of the invention, asphalt is centrifuged bythe asphalt spinner to form primary asphalt fibers, and the primaryasphalt fibers are further attenuated by an annular, downwardly movinggaseous flow from a blower to form a downwardly moving veil of asphaltfibers.

According to this invention, there is also provided asphalt fibershaving diameters smaller than 250 Ht. Preferably the diameter of theasphalt fibers is within the range of from about 25 to about 150 Ht,with the asphalt having a softening point within the range of from about180° to about 350° F., and preferably within a range of from about 200°to about 270° F., in an unfilled state. Most preferably, the diameter ofthe asphalt fibers is within the range of from about 25 to about 60 Ht.The asphalt fibers can be filled with a filler, and can be reinforcedwith reinforcement fibers, such as glass fibers.

According to this invention, there is also provided a mat of asphaltfibers, the fibers having diameters within the range of from about 25 toabout 60 Ht, and the asphalt having a softening point within the rangeof from about 180° to about 350° F. The mat can be laminated as a layerto a mat of reinforcement material, such as a wet process glass fibermat, to make a layered asphalt product.

Also contemplated within this invention is a method for making anasphalt roofing shingle including the steps of assembling together alayer of asphalt fibers with a mat of reinforcement fibers, coating theassembled mats with asphalt to form an asphalt coated sheet, applyinggranules to the asphalt coated sheet, and cutting the asphalt coatedsheet into roofing shingles. The invention also includes the asphaltroofing shingle made by this process.

According to this invention, there is also provided a method forintegrating asphalt with reinforcement fibers including the steps ofestablishing a downwardly moving veil of reinforcement fibers ofheat-softenable material, such as glass fibers, supplying molten asphaltto a rotating asphalt spinner positioned within the veil ofreinforcement fibers, centrifuging asphalt fibers from the asphaltspinner in a manner which directs the asphalt fibers into engagementwith the veil to integrate the asphalt with the reinforcement fibers,and collecting the integrated asphalt and reinforcement fibers.

Another aspect of this invention is the use of the asphalt fibers of theinvention as the input product for a carbonizing process. Carbon fibersare prepared by the controlled pyrolysis of an organic precursor infibrous form. Commercial products have been based on rayon,polyacrylonitrile and pitch (derived from coal tar, petroleum and othersources). The process involves a number of common steps for allmaterials. First, fibers are produced by extrusion or melt blowing. Thenthe fibers are stabilized by oxidation at temperatures within the rangeof 200° to 450° C., usually in air. The oxidation process gives thefiber enough structure at the molecular level to maintain its shapeduring the carbonization process. Finally, the fiber is carbonized attemperatures exceeding 800° C. in an inert atmosphere such as argon. Toimprove properties the fibers are stretched during the carbonizing stepto orient the molecules. Heating to higher temperatures (2500° to 3000°C.) also increases the modulus and strength. The resultant carbon fibershave a wide variety of uses.

Pitch fibers are made from petroleum or coal tar pitch, and are highlyaromatic, containing a large proportion of asphaltenes (about 80 to 90percent, as measured by heptane precipitation by ASTM 3279-78). Themelting point of pitch is preferred to be near 260° C., with a glasstransition temperature of about 85° C. Many pitches are not compatiblewith polymers.

In contrast to the pitch fibers, the asphalt used to make the asphaltfibers of the current invention contains 0 to 35 percent asphaltenes,and typically 15 to 25 percent. The asphaltene content is kept low toinsure compatibility with polymers added. The glass transitiontemperature of the asphalt in with the range of from about -15° to about-5° C. The melting point of the asphalt is typically within the range offrom about 93° to about 116° C.

An additional aspect of the invention is a method for making highwayreinforcement products including establishing a downwardly moving veilof reinforcement fibers of heat-softenable material, supplying moltenasphalt to a rotating asphalt spinner positioned within the veil ofreinforcement fibers, centrifuging asphalt fibers from the asphaltspinner, thereby directing the asphalt fibers into engagement with theveil to integrate the asphalt with the reinforcement fibers, feeding areinforcement mat beneath the asphalt spinner, and collecting theintegrated asphalt and reinforcement fibers on top of the reinforcementfibers to form a highway reinforcement product. The invention alsoincludes the highway reinforcement product produced by this method.

By supplying the asphalt layer in the form of asphalt fibers, theprocess of making highway reinforcement products is less time consumingand costly. The asphalt layers in such products can be more accuratelymetered out, and the asphalt and the reinforcement fibers can be easilyintegrated. Further, the use of asphalt fibers in highway reinforcementproducts enables products of higher strength without having to increasethe materials used. Also, since it is not necessary to dip thereinforcement mat into a bath of molten asphalt, the highwayreinforcement can be made without the expense and hazards of an openasphalt bath.

BRIEF DESCRIPTION OF DRAWINGS

FIG. 1 is a schematic sectional view in elevation of apparatus forcentrifuging asphalt fibers according to the method of the invention.

FIG. 2 is a schematic sectional view in elevation of apparatus forcofiberizing asphalt fibers and glass fibers according to the method ofthe invention.

FIG. 3 is a schematic view in elevation of apparatus for alternatelycommingling veils of asphalt fibers with veils of glass fibers.

FIG. 4 is a perspective view of an asphalt fiber mat of the invention.

FIG. 5 is a schematic cross-sectional view in elevation of a laminatedmat containing an asphalt fiber mat and a reinforcing mat.

FIG. 6 is a schematic view in elevation of a process of making asphaltroofing shingles according to the invention.

FIG. 7 is a schematic plan view of an asphalt roofing shingle of theinvention.

FIG. 8 is a schematic view in elevation of a process for making ahighway reinforcement product according to the invention.

FIG. 9 is a schematic cross-sectional view in elevation of a highwayreinforcement product according to the invention.

BEST MODE FOR CARRYING OUT THE INVENTION

As used in this specification, all references to percentage are as apercent by weight. The term "asphalt", as used in this specificationincludes materials sometimes referred to as "bitumen", and the two termsare viewed as synonymous with each other. The asphalts which can beemployed in this invention can be either a naturally occurring asphaltor a manufactured asphalt produced by refining petroleum, and mayinclude straight-run fractional-derived asphalts, cracked asphalts,asphalts derived from processing such as asphalt oxidizing, propanedeasphalting, steam distilling, chemically modifying, and the like. Inone of its preferred embodiments, the invention is applicable toasphalts for roofing shingle production. The asphalt can be eithermodified or unmodified.

As shown in FIG. 1, the apparatus for producing asphalt fibers from arotary process includes rotatably mounted asphalt spinner 10 which iscomprised generally of spinner bottom wall 12 and spinner peripheralwall 14. The asphalt spinner can be cast from nickle/cobalt/chromiumalloy as used for the production of glass fibers, or can be any othersuitable spinner such as one from welded stainless steel. The spinnerperipheral wall has numerous orifices 16 for the centrifugation ofasphalt fibers, and preferably has between about 500 and about 25,000orifices.

Molten asphalt is dropped into the rotating asphalt spinner as stream20. Upon reaching the spinner bottom wall, the molten asphalt is drivenradially outwardly and up the peripheral wall where centrifugal forcecentrifuges the asphalt through the orifices as asphalt streams orprimary asphalt fibers 22. After emanating from the asphalt spinner, theprimary asphalt fibers are directed downwardly by annular blower 24 toform a downwardly moving flow or veil 25 of asphalt fibers. Any meanscan be used for turning the fibers from a generally radially outwardpath to a path directed toward a collection surface.

In one embodiment of the invention, centrifugal attenuation by therotation of the asphalt spinner is sufficient to produce asphalt fibersof the desired fiber diameter, and no further attenuation is needed. Thecentrifuging process provides acceleration to the molten asphaltsufficient to produce primary asphalt fibers having a diameter belowabout 250 Ht, preferably within the range of from about 25 to about 150Ht, an most preferably within the range of from about 25 to about 60 Ht.In another embodiment of the invention, secondary attenuation is used tofurther attenuate the primary fibers. In that case the blower issupplied with sufficient air pressure to pull the primary fibers andfurther attenuate them into the desired final asphalt fiber diameter. Asshown in FIG. 1, the blower attenuates the primary fibers into finalfibers 26, which are collected as asphalt fiber web 28 on any suitablecollection surface, such as conveyor 30.

Subsequent to the asphalt fiber forming step, the asphalt fiber web canbe transported through any further processing steps, such as oven 32, toresult in the final asphalt product, such as mat 34, which is also shownin FIG. 4. Further processing steps could also include laminating theasphalt fiber mat or layer with a reinforcement layer, such as a glassfiber mat. The asphalt fiber mat is porous, having a porosity within therange of from about 20 to about 50 CuFt./min. on a 1 in. square samplewith a one-half inch water pressure drop. Preferably the asphalt fibermat has a porosity within the range of from about 30 to about 40CuFt./min. The mat has a density within the range of from about 2 toabout 10 pounds per cubic feet (pcf), and preferably within the range offrom about 3 to about 5 pcf. The mat has a high degree of flexibilityand conformability (ability to be molded or shaped around sharp corners)when compared to an asphalt film of the same density or thickness.

An optional feature of the invention is the use of a heating means, suchas induction heater 36, to heat either the asphalt spinner, or theprimary asphalt fibers, or both, to facilitate the asphalt fiberattenuation. By heating the primary asphalt fibers, the process offurther attenuation into the final asphalt fibers is enhanced. Evenwithout the need for secondary attenuation by the blower, an auxiliaryheat source can be used to maintain the temperature of the asphaltspinner at the level for optimum centrifugation of the asphalt intofibers. Other heating means for the asphalt spinner can be employed,such as electric resistance heating. The temperature of the asphaltspinner should be within the range of from about 270° to about 500° F.,and preferably within the range of from about 330° to about 420° F.

EXAMPLE I

Venezuelan Lagovan flux was oxidized in a converter to a softening pointof 240° F. At this softening point the asphalt had a viscosity at 350°F. of 4,300 cps and a penetration of 17 dmm at 25° C., as measured byASTM D-5. The oxidation was advanced sufficiently to be able to formfibers, but not so far as to cause the asphalt to become brittle at roomtemperature. No filler was added to the asphalt. The asphalt was heatedin a hot melt heater prior to delivery to the asphalt spinner, anddelivered to the asphalt spinner at a temperature of 350° F. The asphaltspinner had a diameter of 15 inches, and was rotated at 2300 RPM. Thespinner peripheral wall was adapted with 854 orifices, each being 0.034inches in diameter. There was no external heating from a burner, and nosecondary attenuation from a blower. The asphalt fibers were collectedas a porous mat.

EXAMPLE II

The oxidized Lagovan flux of Example I was further modified with 4percent Kraton 1184. The polymer was incorporated into the asphalt bymixing in a Ross shear mixer at 400° F. for about 60 minutes. Theresulting modified asphalt had a viscosity at 350° F. of 110,000 cps, asoftening point of 285° F., and a penetration of 14 dmm at 25° C. Theasphalt was delivered at a temperature of 400° F. to the asphalt spinnerof Example I rotating at 1700 RPM, and asphalt fibers were centrifuged.These fibers were noticeably longer, stronger and less tacky than thefibers from Example I.

EXAMPLE III

A mixture of 96 percent Lagovan flux (softening point 104° F.) and 4percent Kraton 1102 was air blown at 475° F. for 3 hours and 50 minutes.The resulting asphalt had a softening point of 244° F., a penetration of20 dmm at 25° C., and a viscosity at 350° F. of 11,250 cps. The asphaltwas further processed by heat conditioning at 330° F. for 2 hours toraise the viscosity, resulting in an asphalt having a softening point of245° F., and a viscosity at 350° F. of 26,900 cps. The asphalt wasdelivered at a temperature of 360° F. to the asphalt spinner of ExampleI rotating at 1356 RPM. The resulting asphalt fibers were an open-typeweb.

EXAMPLE IV

The oxidized Lagovan flux of Example I was modified by mixing it with 10percent Himont Profax 6301 polypropylene in a shear mixer. The resultingasphalt had a softening point of 302° F., a penetration of 7 dmm at 25°C., and a viscosity at 350° F. of 110,000 cps. The asphalt was deliveredat a temperature of 409° F. to the asphalt spinner of Example I rotatingat 1229 RPM. The resulting asphalt fibers were drier, less tacky andmore lofty than any of the asphalt fiber samples from Examples I-III.

EXAMPLE V

The diameter of asphalt fibers produced in examples I-IV was measured byfirst preparing a sample by fixing a 1 inch by 1.5 inch thin asphaltfiber mat specimen on a microscope slide with a cover slip. Themicroscope was equipped with 200× capability, a video camera, and amonitor. Transmitted light was used for all measurements in a brightfield mode. A pair of dial calipers capable of measuring to 0.1 mm and acalibration slide with divisions of at least 10 microns and a totallength of at least 100 microns was used. The calibration slide wasplaced on the stage and 100 microns was measured off the video monitorusing the dial calipers. From this measurement, a relationship wascalculated from the actual size of the scale (100 microns) and themeasured size from the monitor. The sample slide was then placed on thestage and 100 fibers were measured off the monitor. Only fibers whichwere separate from their neighbors (not fused or closely entangled) weremeasured. The actual fiber diameters were calculated, based on thecalibration data, and averaged. As used in this specification, the term"having a diameter" within a certain range means that about 95 percentof the asphalt fibers in a random sample have a diameter within thatspecified range.

The results of asphalt fiber diameter measurements are shown in Table I.The capability to measure asphalt fiber diameters using the above methodis made more difficult because of the black color of the asphalt.Because of this it is difficult to discern which fibers, if any, aretwinned (fused along the axis) or otherwise closely entangled. For thisreason the measurements shown in Table I may be skewed towards highervalues than actually measured. Because of differences in the asphaltformulations, some samples have a natural tendency to fuse or twin morethan others.

As a comparison, fiber diameters from a dried bottle gradepolyethyleneterphthalate (PET) sample made by a similar rotaryfiberizing process are included as a control in Table I. The PETmaterial used was Eastman Koalapet dried at 230° C. overnight. The PETfibers were made by centrifuging molten PET delivered at 600° F. to a 15in. diameter spinner with 2400 holes having a diameter of 0.016 in. Thespinner was rotated at 1600 RPM. The PET fibers exhibited some fusingand entangling. Some of the PET fibers were twinned, and the fibersexhibited brashiness (lack of slipperiness when rubbing one fiberagainst another).

EXAMPLE VI

The asphalt of Example II was enhanced by the addition of clay filler tomake up 10 percent of the total composition by weight. The fibers werestiffer than the fibers produced in Example II, and were also drier andshorter. Preferably the amount of filler is within the range of fromabout 2 to about 30 percent by weight of the total weight of asphalt andfiller.

                  TABLE I                                                         ______________________________________                                        FIBER DIAMETER DISTRIBUTION                                                   Sample    Ave. fiber Diameter (Ht)                                                                       Standard Deviation                                 ______________________________________                                        Example II                                                                              31               16                                                 Example IV                                                                              68               28                                                 Example V 23                9                                                 Example VI                                                                              36               19                                                 ______________________________________                                    

The process for fiberizing asphalt with a rotating asphalt spinner canbe used in combination with a rotary glass fiber forming process tointegrate asphalt with glass fibers. As shown in FIG. 2, the asphaltspinner 10 is positioned beneath a conventional glass spinner 40 of thetype well known for producing glass fibers. The asphalt spinner ispreferably mounted beneath the glass spinner bottom wall for coaxialrotation with the glass spinner on axis 42. Molten asphalt stream 20drops through hollow quill 44 which rotatably supports the glassspinner. Attenuation of the glass fibers can be facilitated by annularblower 46 and annular burner 48, in a manner well known in the art ofmaking glass fibers.

Molten glass is dropped as stream 50 into the spinner, and iscentrifuged as glass fibers 52 and turned downwardly as a flow of fibersand gases, or veil 54. An additive apparatus, such as binder nozzle 56,can be positioned either within the veil or outside the veil, forapplying any binder or other coatings or particles desired, or forsupplying liquids for cooling the asphalt fibers.

In operation the asphalt fibers are distributed radially outwardly fromthe asphalt spinner and they intermingle with the glass fibers in theveil and are collected on the conveyor as an intermingled mass 58 ofasphalt fibers and glass fibers. Since the glass fiber forming processnecessarily operates at temperatures above the softening point of glass,the area surrounding and immediately below the glass spinner is veryhot. It is possible that some of the asphalt fibers will be entrained insome of the hot gases flowing with the veil of fibers, and therebyexperience temperatures sufficient to soften or melt the asphalt fibers.In such a case, some of the asphalt material may attach itself to someof the glass fibers to form asphalt particles on the fibers. The asphaltmay also be in the form of a coating on some of the fibers. Care must betaken not to introduce the asphalt into a region with temperatures sohot as to ignite the asphalt. The mass of intermingled asphalt and glassfibers can be transported to any suitable processing station, such asoven 32 before becoming asphalt/glass fiber product 60.

EXAMPLE VII

The asphalt sample of Example IV was cofiberized with glass fibers withapparatus similar to that shown in FIG. 2. The resulting mass ofintermingled asphalt and glass fibers was collected as an insulationproduct, which looked like black fiberglass insulation. Theasphalt/glass fiber insulation product had between 60 and 65 percent byweight organic components, although the weight percent of the organiccomponents can be within the range of from about 20 to about 80 percentof the asphalt/glass fiber commingled product. Four individual sampleswere prepared, with the results shown in Table II.

                  TABLE II                                                        ______________________________________                                        ASPHALT/GLASS FIBER INSULATION PROPERTIES                                           Thick-                  Thermal  Thermal                                      ness    Weight   Density                                                                              Conductivity                                                                           Resistivity                            Sample                                                                              (in.)   (grams)  (pcf)  (k)      (R)                                    ______________________________________                                        1     0.8      70      2.13   0.236    3.39                                   2     0.8      72      2.19   0.237    3.37                                   3     1.0     145      3.54   0.231    4.33                                   4     1.0     138      3.36   0.235    4.26                                   ______________________________________                                    

As an alternative to the coaxial fiberizing explained above and shown inFIG. 2, alternate commingling of veils of asphalt fibers and glassfibers can also be used, as shown in FIG. 3. The asphalt fibers can beintegrated with the glass fibers by centrifuging glass fibers from oneor more rotary glass spinners 40 which are supplied with molten glass byany suitable delivery means, such as forehearth 66 to establish one ormore downwardly moving veils 54 of glass fibers. The glass fiber veilsare positioned above collecting surface 30, and the veils of glassfibers are aligned generally along the length of the collecting surface.Asphalt fibers are centrifuged by one or more rotary asphalt spinners 10to establish one or more downwardly moving veils 25 of asphalt fibersalso positioned above the collecting surface. The asphalt material canbe supplied in molten form from a common source, such as asphalt supplyconduit 68. The veils of asphalt fibers are aligned along the length ofthe collecting surface, generally colinearly with the veils of glassfibers, in an alternating fashion, with the veils of glass fibers. Theresult is that the asphalt fibers and glass fibers intermingle and arecollected as integrated asphalt fibers and glass fibers. Subsequently,the integrated asphalt and glass fibers can be further processed intothe desired asphalt/glass fiber product. In an alternative embodiment, asingle asphalt spinner is positioned between a pair of glass spinners.

The asphalt fiber mat 34 of the invention, shown in FIG. 4, can beincorporated into numerous applications, particularly in theconstruction industry. Possible uses include glass mat thermoplastics,filtration, sound absorption, gasketing, sorbents, adhesives, matbinders, moisture resistant layers, corrosion resistant layers,insulation, polymer placement for shingle modification, application of aconforming layer without the need for heating or a solvent, impactabsorbing layers and highway resurfacing.

The integrated glass fibers and asphalt can be subjected to acompressing or consolidation step which forms a more dense product.Prior to consolidation the integrated glass fibers and asphaltpreferably has a density within the range of from about 2 to about 15pcf, while after consolidation the integrated glass fibers and asphaltproduct preferably has a density within the range of from about 65 toabout 120 pcf. The consolidated product will have uses in variousproducts including vibration damping material, molding material,insulation, and floor tile substrates.

When the asphalt fiber mat is used in highway construction and repair,the asphalt fiber mat can be laminated with reinforcement mats, such asa wet process glass fiber mat to form a reinforcement layer. Thereinforcement layer is useful in various other construction applicationsas well as highway construction. As shown in FIG. 5, a laminated mat 70can be formed by laminating together asphalt mat 34 and a reinforcementlayer, such as continuous glass fiber mat 72. The laminated mat can beused as a stress absorbing membrane interlayer in various constructionapplications, such as highways.

The use of the asphalt fiber mat in a shingle process is shown in FIG.6, in which wet process shingle mat 76 and asphalt fiber layer 34 arelaminated together to form laminated mat 70. The laminated mat is fedinto asphalt coater 78, and granules are applied to the coated asphaltsheet by granule applicator 80. The granules are pressed into the sheetin any suitable manner, such as granule press 82, and are cut intoindividual shingles 84 by cutting cylinder 86. An individual shingle isshown in FIG. 7. After the discrete shingles are formed, they can beprocessed with commonly used apparatus for handling such shingles, suchas shingle stacker 88 to form stacks 90 of shingles, and bundle packager92 to form shingle bundles 94. The use of a layer of asphalt fibers inthe construction of a shingle or other roofing product enables theselective positioning of a layer having specific properties. Forexample, if the asphalt fibers in the layer are modified with a polymerto provide high flexibility or elasticity, the use of the layer enablesplacement of high elasticity asphalt at the top portion of the shingle(where elasticity is needed) without requiring all of the coatingasphalt to be modified. This construction would give a better performingshingle without much additional cost.

EXAMPLE VIII

Asphalt roofing shingles were made by laminating an asphalt fiber layermade as in Example II above with a wet process shingle mat. Thelaminated mat was then coated with filled coating asphalt to make ashingle. The Elmendorf tear strength of the resulting shingle was 1953grams. This is about 9 percent higher than the typical tear strength forconventional shingles.

The process for making highway reinforcement products shown in FIG. 8includes glass spinner 100 mounted for coaxial rotation with firstasphalt spinner 102. Molten glass 104 supplied to the spinner iscentrifuged from the glass spinner in the form of glass fibers 106.Molten asphalt 108 supplied to the first asphalt spinner is centrifugedinto asphalt fibers 110 by the first asphalt spinner. The asphalt fiberspreferably have a diameter within the range of from about 25 to about 60Ht. This cofiberizing of the glass fibers and the asphalt fiberscommingles the two materials and integrates them with each other. Theglass fibers and the asphalt fibers can be turned downwardly by annularblowers, not shown.

The glass spinner and first asphalt spinner are positioned above acollecting surface, such as conveyor 112. Where desired, a reinforcementmat, such as open weave glass grid 114 can be feed onto the conveyor anddirected beneath the flow of integrated asphalt and glass fibers. Thereinforcement mat can be any type suitable for reinforcing pavementlayers, either woven or nonwoven, of organic or inorganic materials, andpreferably in the form of an open weave or grid, The integrated asphaltand glass fibers are collected on top of the glass grid to producehighway reinforcement product 116. Preferably, the integrated asphaltand glass fibers are consolidated by calendering roll 117.

Optionally, tack coating material 118 can be applied to the top of thehighway reinforcement product from any suitable source, such as tackcoat spray applicator 120. The tack coat can be any suitable adhesivefor bonding the highway reinforcement product to the roadway, such as anasphalt adhesive. Preferably, the tack coat is tacky at a temperature of25° C., as measured by ASTM rolling ball test D-2131, according to whichvalues above about 4 cm are considered not tacky.

An optional procedure to apply a tack coat is shown in FIG. 8. A secondlayer of asphalt fibers 126 produced by second asphalt spinner 128 canbe laid down on top of the highway reinforcement product. Preferably,the second asphalt spinner is in general alignment with the firstasphalt spinner along the length of the collecting surface. The asphaltstream 130 being supplied to the second asphalt spinner is of acomposition which will create tacky fibers. This can be accomplished inseveral ways, such as by using an asphalt with a high penetration ratio.Preferably, the tacky asphalt fibers have a diameter within the range offrom about 25 to about 60 Ht. When the tacky coating or layer is appliedin the form of tacky asphalt fibers, the spray applied tack coat 118 isusually not necessary. Preferably, the tacky asphalt fibers are tacky ata temperature of 25° C.

As shown in FIG. 9, the highway reinforcement product has reinforcementmat or glass grid 114 as its top layer, since as applied to the highwaythe product is inverted from the orientation shown in FIG. 8. In themiddle of the product is layer 122 which is the integrated glass fibers106 and asphalt fibers 110. The bottom layer is tack coat 118. Finally,the highway reinforcement product can contain release paper 124 tofacilitate unwinding the product at the highway paving site.

It will be evident from the foregoing that various modifications can bemade to this invention. Such, however, are considered as being withinthe scope of the invention.

INDUSTRIAL APPLICABILITY

The invention can be useful in the manufacture of reinforcement productsof asphalt and glass fibers, and in the manufacture of asphalt roofingshingles.

We claim:
 1. The method for making a highway reinforcement productcomprising:a. establishing a downwardly moving veil of reinforcementfibers of heat-softenable material: b. supplying molten asphalt to arotating asphalt spinner positioned within the veil of reinforcementfibers; c. centrifuging asphalt fibers from the asphalt spinner, therebydirecting the asphalt fibers into engagement with the veil to integratethe asphalt with the reinforcement fibers: d. feeding a reinforcementmat beneath the asphalt spinner; and, e. collecting the integratedasphalt and reinforcement fibers on top of the reinforcement mat toproduce a highway reinforcement product.
 2. The method of claim 1comprising the step of applying a tack coat on top of the highwayreinforcement product.
 3. The method of claim 2 in which the tack coatis a layer of asphalt fibers which are tacky at 25° C.
 4. The method ofclaim 1 in which the centrifuging step produces asphalt fibers having adiameter within the range of from about 25 to about 60 Ht.
 5. The methodfor making a highway reinforcement product comprising:a. establishing adownwardly moving veil of reinforcement fibers of heat-softenablematerial positioned above a collecting surface; b. supplying moltenasphalt to a first rotating asphalt spinner positioned within the veilof reinforcement fibers and above the collecting surface; c.centrifuging asphalt fibers from the first asphalt spinner, therebydirecting the asphalt fibers into engagement with the veil to integratethe asphalt with the reinforcement fibers: d. feeding a reinforcementmat on the collecting surface, beneath the first asphalt spinner: e.collecting the integrated asphalt and reinforcement fibers on top of thereinforcement mat to produce a highway reinforcement product; f.supplying molten asphalt to a second rotating asphalt spinner positionedabove the highway reinforcement product, the first and second asphaltspinners being generally aligned along the length of the collectingsurface; g. centrifuging asphalt fibers from the second asphalt spinner,the asphalt fibers from the second asphalt spinner being tacky at 25°C.; and, h. collecting the tacky asphalt fibers on top of the highwayreinforcement product.
 6. The method of claim 5 in which the firstcentrifuging step produces asphalt fibers having a diameter within therange of from about 25 to about 60 Ht.
 7. The method of claim 5 in whichthe second centrifuging step produces asphalt fibers having a diameterwithin the range of from about 25 to about 60 Ht.
 8. The method formaking a highway reinforcement product comprising:a. supplying moltenasphalt to a rotating asphalt spinner; b. centrifuging asphalt fibersfrom the asphalt spinner; c. feeding a reinforcement mat beneath theasphalt spinner; and, d. collecting asphalt fibers on top of thereinforcement mat to produce a highway reinforcement product.
 9. Themethod of claim 8 comprising the step of applying a tack coat on top ofthe highway reinforcement product.
 10. The method of claim 9 in whichthe tack coat is a layer of asphalt fibers which are tacky at 25° C. 11.A highway reinforcement product made according to the method of claim 1.12. A highway reinforcement product made according to the method ofclaim
 2. 13. A highway reinforcement product made according to themethod of claim
 3. 14. A highway reinforcement product made according tothe method of claim
 4. 15. A highway reinforcement product madeaccording to the method of claim
 5. 16. A highway reinforcement productmade according to the method of claim
 6. 17. A highway reinforcementproduct made according to the method of claim
 7. 18. A highwayreinforcement product made according to the method of claim
 8. 19. Ahighway reinforcement product made according to the method of claim 9.20. A highway reinforcement product made according to the method ofclaim 10.